桩承台计算书Word下载.docx

1、桩Y坐标1-010102-875-50538756.设计时执行的规范： 建筑桩基技术规范 （JGJ 942008） 以下简称 桩基规范 混凝土结构设计规范 （GB 500102010） 以下简称 混凝土规范二、计算结果标准组合信息序号荷载组合NMxMyQxQySATWE:1.00恒+1.00活5298.64582.308.613.39-310.05风x2087.45165.1266.5823.08-88.17风y2106.3199.015.491.67-60.574恒-1.002092.93166.19-60.73-21.32-88.1952074.07232.300.350.09-115.8

2、06吊12208.02150.952.920.88-78.387吊28吊39吊410吊511吊612吊713吊814活+0.605296.99581.9846.8116.7115活-0.605300.28582.62-29.58-9.93-310.06165308.31542.3210.163.87-293.48175288.96622.297.072.91-326.6218风x+0.704333.36456.7870.5624.84-243.48194338.84457.84-56.75-19.56-243.5020风y+0.704352.22390.669.483.43-215.88214

3、319.98523.964.341.85-271.1122活+0.705381.12572.01-303.192324252627282930吊1+0.704453.93442.606.902.63-233.6931吊2+0.7032吊3+0.7033吊4+0.7034吊5+0.7035吊6+0.7036吊7+0.7037吊8+0.70385379.47571.6946.80-303.1839404142434445465390.79532.0210.153.86-286.6247484950515253545382.76572.3355565758596061625371.45612.00-319.7663646566676869704415.84446.4824.83-236.6271727374757677784434.70380.379.47-209.0179808182838485864421.32447.55-236.6487888990919293944402.46513.664.331.84-264.2495969798991001011024452.29442.2845.0915.95-233.681031041051061071081091104463.60402.618.443.11-217.12111112恒+1